Method and an apparatus for taking and analyzing level determined samples of pore gas/liquid from a subterranean formation

ABSTRACT

A method and an apparatus serve to take and analyze level determined samples of pore gas/liquid, e.g. water from a subterranean formation, in which a borehole is drilled and pore gas/liquid samples are conveyed at a desired depth into a cavity in the drill string(1). The samples are analyzed in two steps, where they are first analyzed in a sample chamber (18) which is detachably mounted in the drill string during drilling, and which contains a plurality of probes for in situ analysis of the samples and transmission of the analysis results to the surface of the ground where they are recorded. The samples themselves are then pumped up to the surface of the ground by means of a pump assembly (20). The samples are now analyzed at the surface of the ground for further components, e.g. organic and toxic substances, just as the in situ analyses in the sample chamber are repeated at the surface of the ground. These analysis results are corrected by comparison between corresponding samples in the sample chamber and on the surface of the ground.

FIELD OF THE INVENTION

The invention concerns a method of taking and analysing level determinedpore gas/liquid samples, e.g. water from a subterranean formation,comprising drilling a hole in said formation and passing samples at adesired depth into a cavity in the drill string used for the drilling,following which the samples are analysed.

BACKGROUND OF THE INVENTION

Contamination from chemical depots, agriculture and other sources ofcontamination has led to an increasing need of rapidly and exactlymapping the chemical conditions in a subterranean formation and e.g.ascertaining whether the water in its water deposits can be used asdrinking water. Over time various methods and devices have beendeveloped for this purpose, which, however, are either slow orcumbersome to use or give analysis results which are not sufficientlyreliable.

Thus, the U.S. Pat. No. 4,363,366 proposes the use of a hollow auger bithaving in one or more of the sections of the drill string a plurality ofabout 0.3 mm narrow slots, through which pore gas/liquid from theformation can enter the cavity of the string and be pumped or sucked viathis up to the surface of the ground where the samples are analysed.However, before this takes place the samples have been in direct contactwith the atmospheric air in the open cavity of the string, whereby i.a.the oxygen of the air affects the samples, which are moreover subjectedto a pressure drop causing their content of carbon dioxide to degas. Tothis should be added that the samples are also easily contaminated byoil and packer material from the joints of the drill string, and thesefactors in combination will change the chemistry of the samples to sucha degree that the achieved analysis results will not give a true pictureof the chemical conditions in the formation concerned. Another problemis that very narrow slots must necessarily be used to prevent the drillstring from being filled with mud, but this entails in turn that theslots will easily clog so that the process ceases operating when theauger bit has reached a distance down into the formation. The bit musttherefore frequently be pulled up for cleaning of the slots, and thisgreatly delays and impedes the work and adds to the costs involved.

The U.S. Pat. No. 4,669,554 discloses another method which is sodesigned that it is possible to convey undisturbed pore gas/liquidsamples to the surface of the ground to obtain true analysis results. Inthis case a ram with a sample chamber is driven down into the ground,and then a pore gas/liquid sample is collected in the sample chamber,which is subsequently sealed with respect to the surroundings, and thesample is conveyed up to the surface of the ground, the ram with thesample chamber being pulled out of the formation. The samples are herebyrepresentative of the pore gas/liqud of the formation whose chemicalconditions can therefore be determined correctly. However, only onesample at a time can be taken in this manner, and the process istherefore both slow and expensive and is in reality inapplicable whenthe chemical conditions of a subterranean formation is to be plottedwith a greater vertical resolution within a reasonable period of time.

SUMMARY OF THE INVENTION

The object of the invention is to provide a method of the type stated inthe opening paragraph which can take level determined pore gas/liquidsamples from a subterranean formation at short intervals and morerapidly and easily than known before to give true analysis results bymeans of these samples, and which can moreover currently monitor theformation at a desired depth.

This is achieved in that the method of the invention characterized bydry drilling the borehole by means of a hollow earth bit, e.g. a hollowauger bit, isolating the drill string in the vicinity of the tip of thedrill a cavity section in sealed relationship with the rest of thecavity of the string, said cavity section having a sample chamber whichcommunicates with the isolated cavity section e.g. via a filter,providing a plurality of inlet openings in the drill string wallsubstantially radially opposite the sample chamber to direct poregas/liquid samples into the sample chamber where the samples areanalysed in situ by means of probes for e.g. electric conductivity,acidity (pH), redox potential (Eh), oxygen content, pressure, ioncontent, ect., the analysis results the form of e.g. electric signalsbeing transmitted to the surface of the ground for recording, and thenpumping the respective sample itself up to the ground surface by meansof a pump assembly where the same analysis as in the sample chamber isrepeated wholly or partly and is Supplemented with an additionalanalysis of the sample content of e.g. organic and toxic components,following which the results of the last-mentioned analyses are correctedin response to any deviations between the in situ analysis results fromthe sample chamber and the corresponding analysis results on the surfaceof the ground. The samples are thus taken close to the bit tip where thepore gas/ liquid has not yet been influenced by the drilling process,and since the samples are then collected in a cavity, they are not, likein the conventional methods, subjected to chemical changes which arecaused e.g. by the influence of the air, and to pressure drop in thesamples. This entails that the analysis results in the sample chamberare true and can therefore be used for correcting the analysis resultswhich are later obtained at the surface of the ground, so that the totalanalysis results are true. The samples can be taken while the earth bitoperates, and the process is therefore very rapid and can moreover berepeated at short intervals, so that a very great resolution of thevertical structure of the formation can be obtained.

With a view to currently monitoring the formation at a desired depth,the method of the invention may moreover be designed such that thesample chamber is detachably mounted in the drill string in such amanner that a string cavity section positioned around the chamber isisolated in sealed relationship with the rest of the cavity, that thesample chamber is removed from the drill string when this has reached adesired depth, that the string is opened downwardly e.g. by knocking outthe tip, that at least one monitoring pipe is lowered through the cavitynow extending freely through the string, that the string is pulled outof the borehole and that the pore gas/liquid in the formation iscurrently monitored at the lower end part of the monitoring pipe.

Moreover, according to the invention, to prevent the process from comingto a standstill because the inlet openings are cloged when drillingthrough clayly and silty layers, a liquid, e.g. water, or a gas, e.g.nitrogen, may temporarily be passed through the inlet openings in thedrill string wall via a pipe or hose connection under the action of apressure which exceeds the pore gas/liquid pressure in the formationlayer to which the drill string has reached, so that the inlet openingsare cleaned.

The invention also concerns an apparatus for performing theabove-mentioned method, and this apparatus is characterized according tothe invention in that it comprises an earth bit, e.g. an auger bit witha cavity extending axially therethrough and being downwardly closed witha detachably mounted tip, the wall of said cavity being formed with aplurality of inlet openings, e.g. vertical slots, in the vicinity of thetip through which pore gas/liquid can enter the cavity; a sample chamberwhich is detachably mounted in the cavity and which isolates at any ratea cavity section opposite the inlet openings in sealed relationship withthe rest of the cavity and communicates with the isolated cavity sectionpreferably via a filter: a plurality of probes which are positioned inthe sample chamber and which serve to analyse pore gas/liquid samples init in situ and to transmit the analysis results via electric wires tothe surface of the ground for recording there; and a pump assembly forthen pumping the samples up to the surface of the ground from the samplechamber while said chamber is in the mounted state. This entails that ananalysis of a sample can be performed in two steps, the first one takingplace in situ in the sample chamber where the sample is still in anundisturbed state and the obtained sample results are therefore true,the second step taking place at the surface of the ground with a morecomprehensive analysis of the sample which must now be expected to havegone through certain chemical changes, but with the possibility ofcorrecting the analysis results by comparison with the analysis resultsfrom the first step so that the total analysis results are true.

To ensure that the sample chamber is just filled with clean poregas/liquid, the isolated cavity section may be filled with a filtermaterial, such as sand.

The sample chamber is detachably secured in the cavity of the drillstring and isolates in sealed manner a section of said cavity around thechamber, an elastomeric hose being clamped around the sample chamberand/or an extension of it, said elastomeric hose being inflatable, via atube or hose connection with a valve which can be activated from thesurface of the ground, with air or liquid such that the elastomeric hoseis stretched tightly against the inner side of the drill string, saiddrill string cavity having a constriction which begins immediately abovethe inflated upper part of the elastomeric hose, so that the pressure inthe formation cannot displace the chamber vertically upwardly in thedrill string.

In another embodiment the sample chamber is retained detachably in thecavity of the drill string, said sample chamber being mounted in aconstriction in the cavity which, at this point, has a diametercorresponding to the diameter of the chamber and at least one gasket,which is positioned in a groove in the inner wall of the string andserves to seal the isolated cavity section with respect to the rest ofthe cavity, said chamber, in the mounted state, being kept axiallylocked in the drill string by means of a swing pawl engaging a notch ora recess in the inner wall of the drill string, so that nor in this casecan the pressure in the formation displace the chamber verticallyupwardly in the drill string.

When the first step of the analysis has taken place in the samplechamber, the sample is pumped by means of a pump to the surface of theground where the next step takes place. In a particularly advantageousembodiment this pump is so arranged that a separate pump chamber isprovided preferably in elongation of the sample chamber, said pumpchamber being connected with the sample chamber via a nonreturn valvepermitting a pore gas/liquid sample to pass from the sample chamber tothe pump chamber, but not conversely, said pump chamber being moreoverconnected with the surface of the ground by means of two pipe or hoseconnections, one of which serves to convey a gas, e.g. air or nitrogenunder pressure into the pump chamber upon pumping, and the other servesto convey the displaced pore gas/liquid from the pump chamber up to thesurface of the ground.

According to the invention, with a view to temporarily cleaning theinlet openings which may be clogged by solid components in the formationin particular when drilling through clayly and silty layers, the samplechamber may be connected with the surface of the ground by means of apipe or hose connection having inserted therein a non-return valve whichprevents passage of the pore gas/liquid samples through the connection,which may be connected, via a valve at the surface of the ground, with asource of pressure liquid or pressure gas which, upon activation of thevalve, feeds liquid or gas to the sample chamber under the action of apressure which exceeds the pore gas/liquid pressure in the formationlayer to which the drill string has reached. The inlet openings canhereby be blown clean by means of e.g. nitrogen under pressure toprovide the advantage that the process can proceed continuously withoutit being necessary to pull up the drill string for cleaning the inletopenings like in the conventional devices.

According to the invention the apparatus may also comprise at least onemonitoring pipe which, after removal of the sample chamber and the pumpassembly, is lowered through the cavity of the drill string to provide apermanent connection with the pore gas/liquid in a desired formationlayer instead of the earth bit which is pulled out of the borehole. Theformation layer at the depth concerned can then be monitored currently.

BRIEF DESCRIPTION OF THE DRAWING

The invention will be explained more fully by the following descriptionof embodiments which exclusively serve as examples, with reference tothe drawing, in which

FIG. 1 is a schematic view of an apparatus according to the invention inthe form of an auger bit which is being drilled down into a subterraneanformation,

FIG. 2 is a partially sectional view on an enlarged scale of a fractionof the lower end part of the auger bit shown in FIG. 1,

FIG. 3 shows the same, but in another embodiment, and

FIGS. 4a-4f shows successive process steps in the mounting of amonitoring pipe for current monitoring of the formation.

DETAILED DESCRIPTION OF PREFERRED EMBODIMENT

FIG. 1 schematically shows a drilling arrangement for performing themethod of the invention, using an auger bit 1 which is drilled down intoa subterranean formation 4 consisting of several layers 4a-d by means ofa vertically slidable drilling machine 2 which is mounted on a mobiledrilling rig 3. A dry drilling technique is used for the drilling, whichexcludes contamination of the samples by drilling mud. The drillingmachine 2 transmits its rotary motion to the auger bit 1 via a powertransmission shaft 5 which extends through a shoe assembly 6 and furtherdown through a water/air sluice 7, and is then connected with the augerbit 1. A cable connection 8 is run from the shoe assembly 6 to aninstrument and control unit 9, which is moreover connected with thewater/air sluice 7 by means of hose connections 10 whose importance willbe explained more fully below.

The drill string is moreover provided with an electrically logging probe11 of the type described in the applicant's U.S. Pat. No. 4,912,415issued on Mar. 27, 1990. During sampling, this electrically loggingprobe serves to determine the geology of the drilled layers to currentlyprovide information on the type of the layers from which the poregas/liquid samples are obtained, said information being of significantimportance in the examination of e.g. the quality of water deposits itbeing noted that a contamination in loose sand may be much moredangerous than in silt. Thus, if a contamination is found duringsampling, it is possible to evaluate how dangerous this contamination ison the basis of the knowledge of the type of the layer from which thesample originates.

As additionally shown by FIG. 1, the auger bit 1 downwardly has aconical tip 12 and a plurality of vertical slots 13 to receive poregas/liquid samples. The instrument and control unit 9 is moreoverprovided with a tap 14 for tapping samples into a container 15, in whichthe samples can be transported to a laboratory for quantitative analysisfor various components. The tapping is shown in principle in the figure,but preferably takes place in practice in a closed system (not shown) toprevent the samples from being influenced by contact with theatmospheric air.

FIG. 2 now shows the lower end part of the hollow auger bit 1 shown inFIG. 1 with the tip 12 and the vertical slot 13, so that, as far aspossible, the samples taken from the formation are not disturbed by theactual drilling process. As previously mentioned, the auger bit ishollow and has a cavity 16 extending axially all the way through thedrill string. At the level of the slots 13, the cavity 16 detachablyaccommodates a sample chamber 18 which has an extension 20 separatedfrom the sample chamber by a partition 21. An elastomeric hose 19 isclamped tightly around the sample chamber 18 and its extension 20 withclamping ties 22. Via a connection 23 with an inserted magnetic valve 24the hose 19 is connected with a pressure source (not shown) with e.g-water under pressure at the surface of the ground. When the valve 24 isactivated, the hose 19 is inflated and thereby stretched tightly againstthe inner wall of the drill string, which has an internal shoulder 25immediately above the inflated part of the hose to prevent the overallsample chamber arrangement from being pressed vertically upwardly in thedrill string by the pressure in the formation.

This clamping of the sample chamber seals off a cavity section 17 whichis filled with a filter material 26, e.g. sand. Further, a fine meshfilter cloth 27 is applied around openings in the sample chamber, thechamber communicating through said cloth with the cavity section 17. Aplurality of probes 28 are arranged inside the sample chamber, each ofsaid probes being capable of measuring a specific property of theproperties of a pore gas/liquid sample, which are then transmitted viaelectric wires 29 and the cable connection 8 to the instrument andcontrol unit 9 which collects and records the measured results. Further,via a line 30 with a non-return valve 332 the sample chamber 18 can beconnected with a pressure source (not shown) with e.g. nitrogen at thesurface of the ground, and it communicates with the sample chamberextension 20 via a non-return valve 331. The sample chamber extension 20is connected with the surface of the ground via an air line 31 and aliquid line 32, respectively, which are connected via the water/airsluice 7 and the pipe or hose connections 10 with the instrument andcontrol unit 9.

When the chemical conditions in a subterranean formation are to bemapped vertically at predetermined intervals, the auger bit 1, aspreviously described, is drilled down into the formation, one sectionafter the other being successively screwed on during this process bymeans of threaded joints 34. The electric wires are simultaneouslyconnected to the electrically logging probe and the probes in the samplechamber, and this can advantageously take place with relativelyinexpensive plugs since these do not have to be of a watertight design,the cavity of the drill string being dry above the sample chamber whichkeeps the cavity section 17 separated in watertight manner from the restof the cavity 16 of the drill string. During drilling, information onthe type of drilled layers is currently provided by means of theelectrically logging probe 11 (FIG. 1), so that it is possible toevaluate the dangerousness of a possibly observed water contamination.

A pore gas/liquid sample is conveyed through the slots into the cavitysection 17 for each sample interval, the sample penetrating furtherinwardly via the filter sand 26 and the filter cloth 27 to fill thesample chamber 18. The sample, from which solid components from theformation have essentially been filtered off, is now analyzed in thesample chamber by means of the probes 28 for a number of properties,such as electric conductivity, acidity (pH), redox potential (Eh),oxygen content, pressure, ion content, ect. Since the sample chamber iscompletely sealed off with respect to the atmospheric air and is underthe same pressure as in the surrounding formation, the sample is notdisturbed by external forces and is thus representative of the poregas/liquid in the formation. The achieved analysis results, which aretherefore true, are transmitted via the electric wires 29 and the shoeassembly 6 up to the instrument and control unit 9, where the resultsare collected and recorded.

Then air is pumped from a compressed air source (not shown) at thesurface of the ground down through the line 31 to the sample chamberextension 20, whereby its content of water is displaced up through theliquid line 32 and further on from this via the water/air sluice 7 tothe instrument and control unit 9, the non-return valve 331 blockingbackflow of the liquid to the sample chamber 18.

At the surface of the ground the sample, which is now undisturbed byexternal impacts from e.g. the oxygen of the air and the oftenconsiderable pressure difference between the pressure at the surface ofthe ground and the pressure in the respective formation depth, issubjected to an additional analysis, which can be performed with ionspecific electrodes, which it is not possible to fit in the samplechamber, or with a spectrograph or chromatograph, just as the sample maybe sent for analysis at a laboratory, the sample being taken in a closedsystem where it does not contact atmospheric air. In this manner it ispossible to take specific measurements of properties which are importantfor the quality of the water, such as organic and toxic compounds.However, these analysis results will not be true since the sample isdisturbed as mentioned, and the results are therefore corrected by acomparison with the already recorded results from the in situ analysesin the sample chamber, so that the final, total analysis result will betrue.

When the pressure in the air line 31 is relieved, a new pore gas/liquidsample penetrates into the sample chamber 18 and its extension 20,following which the working cycle described above is repeated, and, aswill be appreciated, this may take place at short intervals and withoutinterrupting the drilling process, whereby the formation can be examinedcurrently and even thin horizons with perculate or the position of acontamination front, e.g. a nitrate front can be detected with greateraccuracy and more rapidly and easily than known before.

The embodiment shown in FIG. 3 corresponds to the one shown in FIG. 2and described above in all respects, except that the sample chamber 18with the extension 20 is detachably mounted in another manner in thecavity 16 of the drill string. In this case, the sample chamber 18 withthe extension 20 is mounted axially slidably in a constriction 35, whichis provided in the drill string cavity 16 and has annular grooves 37with 0-rings 30 for sealing off the cavity section 17 with respect tothe rest of the drill string cavity 16. The sample chamber and itsextension are locked against axially upward displacement in the drillstring cavity by the pressure in the formation by means of a swing pawl,38 which, in the locked state, engages an annular recess 39 formed inthe inner wall of the drill string. A magnetic valve 40 or similaractivation means serves to engage and disengage the swing pawl from therecess

By means of the method and the apparatus described above it is, asmentioned, now possible to obtain true information on both the chemicalconditions at a specific formation depth and on the geological nature ofthe formation at this point at short intervals during the actualdrilling process, thereby enabling optimum selection of the filterlevels where it may be interesting to monitor the formation currently.

FIGS. 4a-f show successively how a monitoring pipe 41 is placed in theformation when the auger bit 1, as shown in FIG. 4a, has reached thevertical depth where the formation is to be monitored. Upon activationof the magnetic valve 24, the pressure is relieved in the elastomerichose 19, which hereby contracts and releases the sample chamber 18 andits extension 20 (FIG. 4b). In FIG. 4c the sample chamber and itsextension are now being pulled up through the drill string cavity 16, sothat the sand filter 26; as shown, collapses loosely. Then the drillstring is pulled slightly upwardly, and the detachably mounted conicaltip 12 is knocked out by means of e.g. a drop hamer (not shown), wherebythe situation is as shown in FIG. 4d. Finally, the drill string ispulled back with simultaneous afterfilling with e.g. bentonite to sealoff the various layers of the formation with respect to each other, soas to prevent pore gas/liquid from the various formation layers frommerging. The pore gas/liquid from the selected filter level nowpenetrates from the formation via slots 42 into the monitoring pipe 41and is conveyed through this to the surface of the ground for furthercontinuous examination and/or use.

I claim:
 1. In a method of taking an analyzing level determined pore gas or liquid samples from a subterranean formation, wherein the method comprises drilling a borehole in said formation, passing samples at a desired depth into a cavity in a drill string used for the drilling, and analyzing the samples, the improvement comprisinga) dry drilling the borehole by means of a hollow earth bit comprising an inlet opening or openings so as to cause a sample to be analyzed to enter a first cavity section of a bit near a tip thereof and to pass into a sample chamber in the bit which communicates with said first cavity section, said first cavity section comprising a part of said cavity and being sealed from a remainder of said cavity, said inlet opening or openings being substantially radially opposite the sample chamber said sample chamber, comprising probes for measuring the sample in situ in the sample chamber; b) analyzing the sample in situ in the sample chamber in a first analyzing using said probes; c) pumping the sample to a ground surface and analyzing the sample in a second analysis; and d) comparing the first and second analyses and correcting any deviations in the second analysis.
 2. A method as claimed in claim 1, further comprising filtering the sample entering said first cavity section before it passes to the sample chamber.
 3. A method as claimed in claim 2 wherein the sample chamber is detachably mounted in the drill string with the first cavity section positioned around the sample chamber and sealed from the remainder of the chamber, said method further comprising removing the sample chamber from the drill string, opening the drill string by displacing the tip, lowering at least one monitoring pipe in the cavity, pulling the drill string out of the borehole and monitoring the pore gas or liquid samples from the subterranean formation by means of the monitoring pipe.
 4. A method as claimed in claim 2 further comprising cleaning the inlet opening or openings in situ with the drill string extending to the subterranean formation by passing a liquid or gas through the inlet or inlets via a pipe or hose connection under pressure which exceeds a pore gas or liquid pressure in the subterranean formation.
 5. A method as claimed in claim 2 wherein the first analysis includes measuring the sample for one or more parameters selected from the group consisting of electric conductivity, acidity (pH), redox potential (Eh), oxygen content, pressure and ion content, and wherein the second analysis includes measuring the sample for at least one of said one or more parameters.
 6. A method as claimed in claim 5 wherein the second analysis further includes measuring said ample for organic and toxic components.
 7. An apparatus for taking and analyzing level determined pore gas or liquid sample from a subterranean formation said apparatus comprising:an auger bit with a cavity extending axially therethrough and including detachable tip for detachably closing a bottom of the cavity, said bit having wall means defining a plurality of inlet openings in a vicinity of the tip for allowing a subterranean gas or liquid sample to enter the cavity; first means for isolating a cavity section with a sample chamber detachably mounted in the cavity opposite the inlet openings so that the cavity section is sealed from a remainder of the cavity with the sample chamber communicating with the cavity section; probe means positioned in the sample chamber for analyzing the gas or liquid sample in situ in the sample chamber and for transmitting results of the analysis to a ground surface; and pump means for pumping the samples to the ground surface from the sample chamber with the sample chamber mounted in the cavity.
 8. An apparatus as claimed in claim 7 wherein the cavity section comprises filter means for filtering a gas or liquid sample passing from the cavity section to the sample chamber.
 9. An apparatus as claimed in claim 8 wherein the filter means comprises sand.
 10. An apparatus as claimed in claim 8 wherein the inlet openings comprise vertical slots.
 11. An apparatus as claimed in claim 7 wherein the auger bit is part of a drill string and wherein the first means comprises an elastomeric sleeve for fixing around the sample chamber or an extension of the sample chamber and hose means for inflating the elastomeric sleeve so that the sleeve can be stretched tightly against an inner side of the drill string, said cavity having a constriction which begins immediately above an upper part of the elastomeric sleeve when the sleeve is inflated.
 12. An apparatus as claimed in claim 7 wherein the sample chamber is mounted in a constriction in the cavity, the cavity having a diameter at the constriction which corresponds to a diameter of the sample chamber, said first means including at least one gasket which is positioned in a groove in an inner wall of the drill string and seals the cavity section from the remainder of the cavity, said apparatus further comprising swing pawl means for axially locking the sample chamber in the drill string, said swing pawl means comprising a swing pawl which engages a notch or a recess in the inner wall of the drill string.
 13. An apparatus as claimed in claim 12 wherein said apparatus comprises a pump chamber connected with the sample chamber via a non-return valve which permits the gas or liquid sample to pass from the sample chamber to the pump chamber but not vice versa, said pump chamber being connected with the ground surface by means of a plurality of hose or pipe connections, said plurality of hose or pipe connections comprising a first connection through which a gas can be pumped under pressure into the pump chamber, and a second connection for conveying displaced pore gas or liquid from the pump chamber to the ground surface.
 14. An apparatus as claimed in claim 7 wherein the sample chamber is connected with the ground surface by means of a pipe or hose, said pipe or hose comprising valve means for preventing passage of pore gas or liquid samples through the pipe or hose, said pipe or hose being connected, via a first valve at the ground surface with source means for feeding liquid or gas to the sample chamber under pressure which exceeds any pressure exerted by the pore gas or liquid sample entering the sample chamber from the subterranean formation.
 15. An apparatus as claimed in claim 11 wherein the auger bit can be removably positioned in or out of a borehole, said apparatus further comprising monitoring pipe means for monitoring pore gas or liquid in a selected subterranean formation layer, said monitoring pipe means comprising at least one monitoring pipe which can be lowered through the cavity of the drill string when the auger bit is removed from the borehole. 